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Annual report 2014-2015
performance for Consent 9620 – emissions to air from construction activities 72 Table 42 Summary of performance for Consent 9621 – discharge stormwater and sediment from earthworks 73 List of figures Figure 1 Tawhiti Stream flow (m3/second) at Duffy’s Farm from 1 July 2014 to 1 July 2015. Figure A shows the entire range of flows, while figure B displays range of flows between 0 and 4.2 m3/second with relevant thresholds 25 Figure 2 Volume of wastewater discharged through the
Council meeting agenda June 2021
Council meeting agenda June 2021
New Zealand Energy Corporation DWI Monitoring Programme Annual Report 2020 2021
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New Zealand Energy Corporation DWI Monitoring Programme Annual Report 2020 2021
New Zealand Energy
Taranaki Regional Estuaries Ecological Vulnerability Assessment
Patea Estuary . . . . . . . . . . . . 66 Figure 21. Summary of broad scale habitat, Whenuakura Estuary . . . . . . . . . . . . 69 Figure 22. Summary of broad scale habitat, Waitotora Estuary . . . . . . . . . . . . 72 page Robertson Environmental Limited has been engaged by Taranaki Regional Council (TRC) to un- dertake the vulnerability assessment of twenty estuaries in the Taranaki Region in relation to
Annual report 2016-2017
Stream 71 Table 30 Summary of performance for Consent 4595-3 Eliot Street outfall 72 Table 31 Summary of performance for Consent 4602-1 rock protection works along New Plymouth foreshore 72 Table 32 Summary of performance for Consent 5160-2 stormwater outfall structure on New Plymouth foreshore 73 Table 33 Summary of performance for Consent 5182-2 stormwater outfall structure on Ngamotu Beach 73 Table 34 Summary of performance for Consent 6553-1 boat ramp at Paritutu/Back
Annual Report 2015/2016 - full document
Annual Report 2015/2016 - full document
Lepper Piggery consent monitoring 2018-2019
6.1 0.0045 0.025 g/m³ (d/s) Dissolved reactive phosphorus g/m³P 0.036 28 0.123 Suspended solids g/m³ 73 104 72 Turbidity NTU 45 56 42 Appearance Turbid brown Turbid brown Turbid, brown Based on flow data at the time of sampling the dilution rate was about 1 part effluent to 500 parts receiving water and therefore well in compliance with Special Conditions 15 and 16 at the boundary of the mixing zone at the time of the survey. An increase of 0.895 g/m3 N in ammoniacal
Executive Audit and Risk Agenda March 2023
Executive Audit and Risk Agenda March 2023